Restoration/ Modernization of Flood Damaged 08 Nos. Rural Link Roads Market Committee Guruharsahai, District Ferozepur under MPLADS Scheme (Due to Flood Damage in the year 2025)

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Tender Inviting Authority: EXECUTIVE ENGINEER, CONSTRUCTION DIVISION, PWD B&R BRANCH FEROZEPUR

Name of Work: Restoration/ Modernization of Flood Damaged 08 Nos. Rural Link Roads Market Committee Guruharsahai, District Ferozepur under MPLADS Scheme (Due to Flood Damage in the year 2025) 1. Old Gajni Wala to Gate No.214, Length 0.250 Km. 2. Rana Panj Grain to Nau Behram Sher Singh Wala Via Dhani Gurmukh Singh, Length 0.150 Km. 3. Jiwan Arian to Jhari Wala, Length 0.161 Km. 4. Golu Ka to Chak Sarkar Mouzi Bahadur Ke, Length 0.600 Km. 5. Balelke Kamal to Nau Behram Sher Singh 6. Rana Panj Grain to New Rana Panj Grain, Length 0.030 Km. 7. Panje Ke Uttar to Guddar Panj Grian, Length 0.100 Km. 8. Chak Shikargah to Semnala Bridge, Length 0.160 Km.

Name of the Bidder/ Bidding Firm / Company :

Sl. No. Work Name Item Code / Make Quantity Unit Rate Rs. P Addition / Deduction Addition / Deduction Values Currency Conversion against each Item Quoted Currency in INR / Other Currency BASIC RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e. DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category

Making 50 mm x 50 mm furrows 45 degree to the center line of the road and at one metre interval in the existing bituminous wearing coarse including sweeping and disposal of excavated material within 1000 metres lead complete as per technical clause 404 of MORT&H specifications ( Full surface area will be measured for payment) Strengthening Portion ( Type -I) Sqm Excess(+) Full Conversion INR

Dismentalling stone pitching or soling (Existing road Crust Dismentalling) Cum Excess(+) Full Conversion INR

Dismantling of existing brick on end edging complete in all respect as per PWD specifications. Cum Excess(+) Full Conversion INR

Compaction of earth work & Prepration of sub grade including Loosing levelling of eaeth 225 mm thick top layer , rough dressing of soil final dressing of earth to give level , camber, watering , rolling with road roller, compacting the bed to achieve minimum dry density as given in the table 300-2 as per techincial clause 305 of MORT&H Specifications ( In case of link roads earth work to be done by Villgers) Sqm Excess(+) Full Conversion INR

Providing and laying of Brick on end edging 6.83cm wide, 11.11cm long and 22.86cm high half brick deep including excavation, refilling and disposal of surplus earth up to 50mtr complete as per Punjab PWD specifications Mtr Excess(+) Full Conversion INR

Construction of granular sub base by providing material , spreading in uniform lyaers with mortor grader on prepared surface, mixing by mix ibn place method with rotavator at OMC , and compacting with vibratory roller to achieve the desired dinsity, complete as per MORD technical specifications.(With Scarified material) Cum Excess(+) Full Conversion INR

Construction of granular sub base by providing material , spreading in uniform lyaers with mortor grader on prepared surface, mixing by mix ibn place method with rotavator at OMC , and compacting with vibratory roller to achieve the desired dinsity, complete as per MORD technical specifications. Cum Excess(+) Full Conversion INR

Providing,Laying, Spreading and compacting stone aggregates of grading -I to water bound macadam specificaton in cluding spreading in uniform thickness, hand pacing , rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber , applying and brooming requiste type of binding materials to fill up the interstitices of coarse aggregate, waterin gand compacting to the required denisty complete as per technical specificatons (without screening for low volume roads /undesigned) Cum Excess(+) Full Conversion INR

Providing,Laying, Spreading and compacting stone aggregates of grading -II to water bound macadam specificaton in cluding spreading in uniform thickness, hand pacing , rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber , applying and brooming requiste type of binding materials to fill up the interstitices of coarse aggregate, waterin gand compacting to the required denisty complete as per technical specificatons (without screening for low volume roads /undesigned) Cum Excess(+) Full Conversion INR

Providing and laying surface dressing in single coat using crushed stone aggregates of specified size on a layer of bituminous binder VG-10 @ 1kg per sqm laid on prepared surface after cleaning the road surface and rolling with 8-10 tonne smooth wheeled steel roller complete as per technical clause 509 of MORT&H specifications Sqm Excess(+) Full Conversion INR

Providing and applying tack coat with penetration grade bitumen VG-10 using bitumen pressure distributor at the rate of 0.40 kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical clause Sqm Excess(+) Full Conversion INR

Providing, laying and compaction of open - graded premix surfacing of 20 mm thickness consisting of crushed stone aggregates of specified grading premixed in a Continuous type hot mix plant with bituminous binder VG-10 @ 1.46kg per sqm. laid with paver finisher mechnical and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades complete as per technical clause 510 of MORT&H specifications Sqm Excess(+) Full Conversion INR

Providing and laying of premix sand seal coat premixed in Continuous type hot mix plant using specified fine aggregates and penetration grade bitumen VG-10 @ 0.68kg per sqm, carriage of mixed material to site of work, laid to the specified levels, grade and cross fall complete as per technical clause 511 of MORT&H specifications. Sqm Excess(+) Full Conversion INR

Construction of embankment with good quality earth obtained from borrow pits including compensation of earth, loading, unloading, carriage to site of work, spreading, grading to required slope and compacting to meet requirement of table 300-2 as per technical clause 305 of MORT&H specifications Cum Excess(+) Full Conversion INR

Construction of 450 mm dia Hume Pipe complete as per PWD specification Each Excess(+) Full Conversion INR

Repair of parapet on Causeway Each Excess(+) Full Conversion INR

Repair of Causeway Mtr Excess(+) Full Conversion INR

Const. of side drain 1'wide x 1' height with 9" Wall Mtr Excess(+) Full Conversion INR

CONSTRUCTION OF SIDE DRAIN SIZE 12"X12" Mtr Excess(+) Full Conversion INR

Constn. Retaining Wall Mtr Excess(+) Full Conversion INR

CONSTRUCTION OF 2'-0" SPAN SLAB TYPE CULVERT (24'-0" WIDE) Each Excess(+) Full Conversion INR

Reinforced cement concrete M-15 grade village board of standard design fixing in position including painting and printing etc. complete as per PWD specifications Each Excess(+) Full Conversion INR

Providing & fixing cautionary sign board (600x600x600) traingular with defination plate (600x200mm) as per IRC 67-2012 Each Excess(+) Full Conversion INR

Road marking with hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 0.25kg per sqm area as per IRC:35 1997 complete as per technical clause 803 of MORT&H specifications Sqm Excess(+) Full Conversion INR

Videography of all the roads included in DNIT to be done before the start of any work. Videography to be undertaken in the presence of an officer not below the rank of SDE / JE. Each Excess(+) Full Conversion INR

Credit of old useful material Bricks Nos Excess(+) Full Conversion INR

Brick Bats Per Cum Excess(+) Full Conversion INR

Add 1.00% Heritage & Cultural Cess Percentage Excess(+) Full Conversion INR

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